Tests of Bond Between Concrete And Steel

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— In the 1911 series 33 beams were reinforced with 1-in. plain rounds and 7 beams with 1^-in. plain rounds. The effect of size of bar, vertical stirrups, depth of concrete below the steel, overhang of ends, etc., in beams reinforced with plain rounds will be discussed in detail in the following articles. It will be seen later that the presence of vertical stirrups has no considerable effect on the bond resistance of beams of this kind, hence for purposes of the present discussion all beams in t...he 1911 series reinforced with 1-in.
plain round bars, except those having a total depth of 14 in. and those with unusual overhang of ends, will be grouped together.
The groups with 1-in. plain rounds include 16 tests as shown in groups 1 to 5, Table 30. End slip became appreciable at a bond stress of 247 lb. per sq. in., 67% of the maximum bond resistance. The largest amount of end slip which was observed in every test in these groups was 0.001 in., coiTesponding to a bond stress of 344 lb. per sq.


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